PROGRAM CAS145   S C H E D U L E   O F   E X T R A   W O R K    PAGE NO.  1
     DATE 06/19/14                                                    EST. NO.26
     TIME 08:12 AM
     R.E. NAME: JAHROMI, REZA                                          07-202114
     ---------------------------------------------------------------------------
     CCO REPORT       REPORT TYPE OF WORK(+) WORK  BR CONTR
     NO. NUMBER       AMOUNT PERFORMED   (-) DATE  WK RPT.NO C O M M E N T S
     ---------------------------------------------------------------------------
     001 0250         487.70 E.W. @ F.A.(+) 032714 N 1076 0
         0253         146.56                041014 N 1079 0
         0254         574.02                041314 N 1080 0
         0255         365.05                041414 N 1081 0
         0256         454.29                042014 N 1082 0
         0257         899.72                042114 N 1083 0
         0258         413.39                042414 N 1084 0
         0259         140.59                042814 N 1085 0
     002 0009         600.00 E.W. @ U.P (+) 061114 N 1086 0
     042 0022       3,911.66 E.W. @ F.A.(+) 010614 N 1036 0
         0023         614.02                010614 N 1038 0
         0026         638.71                010714 N 1041 0
         0028       1,606.55                010814 N 1043 0
         0031       1,782.97                010914 N 1047 0
     050 0001      55,213.96 E.W. @ U.P (+) 042814 N 140428
                   67,849.19  TOTAL THIS ESTIMATE
                2,248,997.24  TOTAL PREVIOUS ESTIMATE
                2,316,846.43  TOTAL TO DATE
     PROGRAM CAS145   S C H E D U L E   O F   D E D U C T I O N S    PAGE NO.  1
     DATE 06/19/14                                                    EST. NO.26
     TIME 08:12 AM
     R.E. NAME: JAHROMI, REZA                                          07-202114
     ---------------------------------------------------------------------------
     DEDUCTION DESCRIPTION          AMOUNT  EST           THIS           TOTAL
                                            NO.         ESTIMATE        ESTIMATE
     ---------------------------------------------------------------------------
     ADMINISTRATIVE
     LATE CLOSURE                -3,000.00   22
     CPM NON COMPLIANCE         -50,000.00   25
                                                            0.00      -53,000.00
                              TOTAL DEDUCTIONS              0.00      -53,000.00
PROGRAM CAS145                                                                                                               PAGE  1
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
        LOCATION                                        PROGRESS ESTIMATE
07-LA-710-17.2/26.4                                     -----------------
                                SHIMMICK/MYERS & SONS J V                                 IN LA COUNTY ON ROUTE 710 AT
                                16481 SCIENTIFIC WAY                                      VARIOUS LOCATIONS FROM LOS ANGELES
                                IRVINE CA 92618                                           RIVER BRIDGE TO RAMONA BOULEVARD
                                                                                          UNDERCROSSING.
FED. AID NO. ACNH-7101(809)N
                                                                                          LONG LIFE PAVEMENT & WIDEN BRIDGES
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS       10,000.0000     10,000.00                                     0.500      5,000
002 TIME-RELATED OVERHEAD                    WDAY      5,600.0000  4,032,000.00        19.000   106,400.00        402.000  2,251,200
003 TEMPORARY 12" BITUMINOUS COATED          LF          450.0000     38,250.00                                    79.000     35,550
    CORRUGATED STEEL PIPE RISER (0.079"
    THICK)
004 TEMPORARY 18" BITUMINOUS COATED SLOTTED  LF           65.0000    429,650.00                                 6,610.000    429,650
    CORRUGATED STEEL PIPE (0.079" THICK)
005 CONSTRUCTION SITE MANAGEMENT             LS       15,000.0000     15,000.00         0.030       450.00          0.580      8,700
006 PREPARE STORM WATER POLLUTION            LS        5,000.0000      5,000.00                                     1.000      5,000
    PREVENTION PLAN
007 GROSS SOLIDS REMOVAL DEVICE (LR-1)       EA       34,000.0000     34,000.00                                     0.000          0
008 GROSS SOLIDS REMOVAL DEVICE (LR-2)       EA       42,000.0000     84,000.00                                     0.000          0
009 GROSS SOLIDS REMOVAL DEVICE (INCLINED    EA       17,000.0000     17,000.00                                     0.000          0
    SCREEN TYPE A)
010 TEMPORARY FIBER ROLL                     LF            1.9000    159,790.00                                57,645.000    109,525
011 TEMPORARY GRAVEL BAG BERM                LF            7.5000     22,500.00                                 1,828.000     13,710
012 TEMPORARY CONSTRUCTION ENTRANCE          EA        3,500.0000     28,000.00                                     8.000     28,000
013 TEMPORARY CHECK DAM                      LF            9.2500     10,082.50                                   220.000      2,035
014 MOVE-IN/MOVE-OUT                         EA          850.0000      6,800.00                                     6.000      5,100
    (TEMPORARY EROSION CONTROL)
015 TEMPORARY DRAINAGE INLET PROTECTION      EA          350.0000     84,000.00                                    70.000     24,500
016 TEMPORARY HYDRAULIC MULCH                SQYD          0.8500     67,065.00                                54,491.890     46,318
    (BONDED FIBER MATRIX)
017 STREET SWEEPING                          LS      400,000.0000    400,000.00         0.030    12,000.00          0.580    232,000
018 TEMPORARY CONCRETE WASHOUT BIN           EA       20,000.0000    160,000.00                                     8.000    160,000
019 RAIN EVENT ACTION PLAN                   EA          450.0000     47,250.00                                     7.000      3,150
020 STORM WATER ANNUAL REPORT                EA        2,000.0000      8,000.00                                     1.000      2,000
021 STORM WATER SAMPLING AND ANALYSIS DAY    EA          500.0000     27,000.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE  2
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
022 CONSTRUCTION AREA SIGNS                  LS      150,000.0000    150,000.00         0.020     3,000.00          0.570     85,500
023 TRAFFIC CONTROL SYSTEM                   LS    1,400,000.0000  1,400,000.00         0.030    42,000.00          0.580    812,000
024 TYPE II BARRICADE                        EA          250.0000      4,000.00                                     0.000          0
025 TYPE III BARRICADE                       EA          175.0000     57,400.00                                    85.000     14,875
026 TEMPORARY TRAFFIC STRIPE (TAPE)          LF            4.0000    948,000.00                                     0.000          0
027 TEMPORARY TRAFFIC STRIPE (PAINT)         LF            1.2500    607,500.00                               369,735.000    462,168
028 CHANNELIZER (SURFACE MOUNTED)            EA           25.0000     39,250.00        12.000       300.00        596.000     14,900
029 TEMPORARY PAVEMENT MARKER                EA            6.0000     59,280.00                                 7,239.000     43,434
030 TEMPORARY TERMINAL SECTION (TYPE K)      EA        1,100.0000     16,500.00                                     4.000      4,400
031 TEMPORARY RAILING (TYPE K)               LF           10.5000  1,318,380.00       640.000     6,720.00     71,500.000    750,750
032 MOVEABLE CONCRETE BARRIER                LS      900,000.0000    900,000.00                                     0.000          0
033 TEMPORARY CRASH CUSHION MODULE           EA          150.0000    119,100.00                                   409.000     61,350
034 REMOVE YELLOW THERMOPLASTIC TRAFFIC      LF            0.9000     68,310.00                                31,435.000     28,291
    STRIPE (HAZARDOUS WASTE)
035 NOISE MONITORING                         LS       20,000.0000     20,000.00                                     0.500     10,000
036 ABANDON CULVERT                          LF           10.0000      6,000.00                                   249.200      2,492
037 ABANDON INLET                            EA          800.0000      4,000.00                                     1.000        800
038 OBLITERATE SURFACING                     SQYD         10.0000     13,500.00                                   592.000      5,920
039 REMOVE CHAIN LINK FENCE                  LF            6.0000      8,100.00                                 1,337.600      8,025
040 REMOVE METAL BEAM GUARD RAILING          LF            8.0000    118,400.00                                 5,477.260     43,818
041 REMOVE SINGLE THRIE BEAM BARRIER         LF            6.0000     23,160.00                                 4,766.000     28,596
    (STEEL POST)
042 REMOVE CABLE RAILING                     LF            6.0000      2,280.00                                   378.500      2,271
043 REMOVE PAINTED TRAFFIC STRIPE            LF            0.7500    180,000.00                                47,918.000     35,938
044 REMOVE PAVEMENT MARKING                  SQFT          3.0000      2,310.00                                   176.000        528
045 REMOVE THERMOPLASTIC TRAFFIC STRIPE      LF            0.7500     60,000.00                                54,543.000     40,907
046 REMOVE PAVEMENT MARKER                   EA            1.1500     29,210.00                                11,414.000     13,126
047 REMOVE CHANNELIZERS                      EA            8.0000        144.00                                     0.000          0
048 REMOVE ROADSIDE SIGN                     EA          100.0000      4,100.00                                     5.000        500
PROGRAM CAS145                                                                                                               PAGE  3
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
049 REMOVE SIGN STRUCTURE                    EA        3,500.0000     70,000.00                                    10.000     35,000
050 REMOVE BRIDGE MOUNTED SIGN               EA        1,500.0000      6,000.00                                     2.000      3,000
051 REMOVE ASPHALT CONCRETE DIKE             LF            5.0000      2,050.00                                   264.000      1,320
052 REMOVE OVERSIDE DRAIN                    EA          900.0000      1,800.00                                     0.000          0
053 REMOVE CULVERT                           LF            6.5000     39,585.00                                 3,600.900     23,405
054 REMOVE INLET                             EA          800.0000     52,000.00                                    32.000     25,600
055 REMOVE HEADWALL                          EA          600.0000      3,000.00                                     5.000      3,000
056 REMOVE RETAINING WALL                    LF           40.0000     31,200.00       380.000    15,200.00        778.000     31,120
057 REMOVE CONCRETE PAVEMENT                 CY           70.0000  2,310,000.00       254.280    17,799.60      4,734.010    331,380
058 REMOVE ASPHALT CONCRETE SURFACING        SQFT          3.0000      2,130.00                                     0.000          0
059 REMOVE CONCRETE DECK SURFACE             SQFT          2.5000      5,850.00                                     0.000          0
060 SALVAGE CONCRETE BARRIER (TYPE K)        LF            8.0000      5,120.00                                     0.000          0
061 SALVAGE PORTABLE CONCRETE BARRIER        LF            6.0000      9,360.00                                     0.000          0
    (TYPE 60K)
062 RELOCATE ROADSIDE SIGN                   EA          200.0000        200.00                                     0.000          0
063 ADJUST INLET                             EA        1,100.0000     46,200.00                                    22.500     24,750
064 ADJUST MANHOLE TO GRADE                  EA        1,100.0000      1,100.00                                     0.000          0
065 REPLACE SIGN PANEL (ROADSIDE SIGN)       EA          130.0000        520.00                                     0.000          0
066 REMOVE CONCRETE                          CY          550.0000      6,050.00                                     3.100      1,705
067 REMOVE CONCRETE (GUTTER)                 LF           20.0000      7,600.00                                   378.500      7,570
068 REMOVE CONCRETE CURB                     CY           25.0000     30,500.00                                   597.660     14,941
069 REMOVE CONCRETE SIDEWALK                 CY          300.0000      1,500.00                                     0.000          0
070 REMOVE CONCRETE BARRIER                  LF           12.0000    182,760.00                                 8,848.000    106,176
071 REMOVE UNSOUND CONCRETE                  CF           75.0000     29,250.00                                     0.000          0
072 PREPARE CONCRETE BRIDGE DECK SURFACE     SQFT          0.2500      1,922.50                                     0.000          0
073 CLEAN BRIDGE DECK                        SQFT          0.1400      9,814.00                                     0.000          0
074 REMOVE SOUND WALL                        LF           40.0000     14,800.00       380.000    15,200.00        495.000     19,800
075 ACCESS OPENING, DECK                     EA          700.0000      9,100.00        13.000     9,100.00         13.000      9,100
PROGRAM CAS145                                                                                                               PAGE  4
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
076 CAP INLET                                EA          800.0000     36,800.00                                    24.000     19,200
077 CAP RISER                                EA          700.0000      7,000.00                                     0.000          0
078 REMOVE CRASH CUSHION (SAND FILLED)       EA           90.0000        990.00                                     0.000          0
079 BRIDGE REMOVAL                           LS      125,000.0000    125,000.00                                     1.000    125,000
080 BRIDGE REMOVAL (PORTION), LOCATION A     LS      225,000.0000    225,000.00                                     1.000    225,000
081 BRIDGE REMOVAL (PORTION), LOCATION B     LS       60,000.0000     60,000.00                                     0.950     57,000
082 BRIDGE REMOVAL (PORTION), LOCATION C     LS      125,000.0000    125,000.00                                     1.000    125,000
083 BRIDGE REMOVAL (PORTION), LOCATION D     LS      135,000.0000    135,000.00                                     1.000    135,000
084 BRIDGE REMOVAL (PORTION), LOCATION E     LS       40,000.0000     40,000.00                                     1.000     40,000
085 BRIDGE REMOVAL (PORTION), LOCATION F     LS       30,000.0000     30,000.00                                     1.000     30,000
086 BRIDGE REMOVAL (PORTION), LOCATION G     LS       20,000.0000     20,000.00                                     0.900     18,000
087 CLEARING AND GRUBBING                    LS       10,000.0000     10,000.00                                     0.750      7,500
088 ROADWAY EXCAVATION                       CY           20.0000  3,440,000.00       134.000     2,680.00     64,815.070  1,296,301
089 ROADWAY EXCAVATION (TYPE Z-2)            CY          110.0000  2,123,000.00                                12,499.000  1,374,890
    (AERIALLY DEPOSITED LEAD)
090 ROADWAY EXCAVATION (TYPE Y-1)            CY           17.0000    149,940.00                                 5,740.000     97,580
    (AERIALLY DEPOSITED LEAD)
091 LEAD COMPLIANCE PLAN                     LS        2,500.0000      2,500.00                                     1.000      2,500
092 ADL BURIAL LOCATION REPORT               LS       10,000.0000     10,000.00                                     0.000          0
093 STRUCTURE EXCAVATION (BRIDGE)            CY           45.0000    146,925.00                                 3,265.000    146,925
(F)
094 STRUCTURE EXCAVATION (RETAINING WALL)    CY           90.0000    958,950.00                                 9,640.000    867,600
(F)
095 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY           55.0000     21,450.00                                   390.000     21,450
(F)
096 STRUCTURE EXCAVATION (TYPE Z-2)          CY          265.0000  1,459,355.00                                 5,505.000  1,458,825
(F) (AERIALLY DEPOSITED LEAD)
097 STRUCTURE EXCAVATION (TYPE Y-1)          CY           50.0000     33,600.00                                   672.000     33,600
(F) (AERIALLY DEPOSITED LEAD)
098 STRUCTURE BACKFILL (BRIDGE)              CY           55.0000    262,515.00                                 4,658.000    256,190
(F)
099 STRUCTURE BACKFILL (RETAINING WALL)      CY           70.0000    780,710.00                                10,455.000    731,850
(F)
100 STRUCTURE BACKFILL (SOLDIER PILE WALL)   CY          105.0000     19,950.00                                     0.000          0
(F)
101 PERVIOUS BACKFILL MATERIAL (RETAINING    CY           70.0000    100,450.00                                 1,435.000    100,450
(F) WALL)
102 SAND BACKFILL                            CY          100.0000      8,500.00                                    30.540      3,054
PROGRAM CAS145                                                                                                               PAGE  5
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
103 CONCRETE BACKFILL (SOLDIER PILE WALL)    CY          110.0000     40,700.00                                   370.000     40,700
(F)
104 LEAN CONCRETE BACKFILL                   CY          110.0000     12,760.00                                   116.000     12,760
(F)
105 DITCH EXCAVATION (TYPE Z-2) (AERIALLY    CY          115.0000    111,550.00                                     0.000          0
    DEPOSITED LEAD)
106 HIGHWAY PLANTING                         LS      475,000.0000    475,000.00                                     0.000          0
107 ROCK BLANKET                             SQYD         80.0000     42,400.00                                     0.000          0
108 MOVE-IN/MOVE-OUT (EROSION CONTROL)       EA          500.0000        500.00                                     0.000          0
109 EROSION CONTROL (HYDROSEED) (SQFT)       SQFT          0.1000      3,120.00                                     0.000          0
110 PLANT ESTABLISHMENT WORK                 LS       30,000.0000     30,000.00                                     0.000          0
111 IRRIGATION SYSTEM                        LS      100,000.0000    100,000.00                                     0.000          0
112 CLASS 2 AGGREGATE BASE                   CY          300.0000        300.00                                     0.000          0
113 AGGREGATE BASE (APPROACH SLAB)           CY          230.0000      8,280.00                                     0.000          0
114 CLASS 3 AGGREGATE BASE                   CY           30.0000  1,308,000.00      -324.360    -9,730.80     16,041.050    481,231
115 LEAN CONCRETE BASE                       CY          105.0000  1,764,000.00     2,251.740   236,432.70      9,971.740  1,047,032
116 LEAN CONCRETE BASE (RAPID SETTING)       CY          205.0000  6,068,000.00                                     0.000          0
117 HOT MIX ASPHALT                          TON          97.0000    991,340.00                                 1,964.000    190,508
118 ITEM DELETED PER ADDENDUM                LS            0.0000          0.00                                     0.000          0
119 PAVING ASPHALT (BINDER, GEOSYNTHETIC     TON       1,500.0000      4,500.00                                     0.000          0
    PAVEMENT INTERLAYER)
120 GEOSYNTHETIC PAVEMENT INTERLAYER         SQYD          3.5000      6,965.00                                     0.000          0
121 DATA CORE                                LS        6,000.0000      6,000.00                                     0.000          0
122 PLACE HOT MIX ASPHALT DIKE (TYPE A)      LF            2.1500     15,265.00                                 2,022.000      4,347
123 PLACE HOT MIX ASPHALT DIKE (TYPE C)      LF            2.1500      4,472.00                                     0.000          0
124 PLACE HOT MIX ASPHALT DIKE (TYPE E)      LF            2.1500     19,156.50                                     0.000          0
125 PLACE HOT MIX ASPHALT DIKE (TYPE F)      LF            2.1500     30,530.00                                   725.000      1,558
126 PLACE HOT MIX ASPHALT                    SQYD        100.0000      1,100.00                                     0.000          0
    (MISCELLANEOUS AREA)
127 JOINTED PLAIN CONCRETE PAVEMENT          CY          135.0000  4,657,500.00     3,214.030   433,894.05     17,534.730  2,367,188
128 PRECAST PRESTRESSED CONCRETE PAVEMENT    CY          500.0000 13,850,000.00                                     0.000          0
129 JOINTED PLAIN CONCRETE PAVEMENT (RAPID   CY          285.0800  5,216,964.00                                     0.000          0
    STRENGTH CONCRETE 400 PSI)
PROGRAM CAS145                                                                                                               PAGE  6
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
130 JOINTED PLAIN CONCRETE PAVEMENT (RAPID   CY          215.0000  1,225,500.00                                     0.000          0
    STRENGTH CONCRETE 550 PSI)
131 SEAL PAVEMENT JOINT                      LF            3.0000    269,400.00                                10,000.000     30,000
132 SEAL LONGITUDINAL ISOLATION JOINT        LF            6.0000    426,000.00                                 6,602.000     39,612
133 TIE BAR (DRILL AND BOND)                 EA           12.0000     93,360.00                                     0.000          0
134 DOWEL BAR (DRILL AND BOND)               EA           20.0000     16,800.00        53.000     1,060.00         53.000      1,060
135  DOWEL BAR RETROFIT                      EA           55.0000     48,950.00                                     0.000          0
136 REPAIR SPALLED JOINTS (POLYESTER GROUT)  SQYD      1,050.0000    939,750.00                                     0.000          0
137 GRIND CONCRETE PAVEMENT                  SQYD          4.0000  1,362,400.00                                38,360.000    153,440
138 STEEL SOLDIER PILE (HP 14 X 117)         LF           60.0000    103,200.00                                 1,720.000    103,200
139 STEEL SOLDIER PILE (HP 14 X 89)          LF           50.0000     43,500.00                                   870.000     43,500
140 30" DRILLED HOLE                         LF           55.0000    146,850.00                                 2,670.000    146,850
141 FURNISH STEEL PILING (HP 12 X 84)        LF           60.0000    239,400.00                                 4,468.000    268,080
142 DRIVE STEEL PILE (HP 12 X 84)            EA        1,000.0000     86,000.00                                    87.000     87,000
143 FURNISH STEEL PILING (HP 14 X 117)       LF           80.0000    393,600.00                                 6,082.200    486,576
144 DRIVE STEEL PILE (HP 14 X 117)           EA        1,000.0000    100,000.00                                   100.000    100,000
145 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF          100.0000    336,400.00                                 2,328.080    232,808
146 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF          100.0000     33,800.00                                   329.500     32,950
147 54" CAST-IN-DRILLED-HOLE CONCRETE PILING LF          600.0000    126,000.00                                   201.500    120,900
148 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF        1,050.0000  1,102,500.00                                 1,050.000  1,102,500
149 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF        1,250.0000    262,500.00                                   209.000    261,250
150 FURNISH PILING (CLASS 90)                LF           40.0000    254,800.00                                 5,939.200    237,568
    (ALTERNATIVE W)
151 DRIVE PILE (CLASS 90)                    EA        1,000.0000    145,000.00                                   134.000    134,000
    (ALTERNATIVE W)
152 FURNISH PILING (CLASS 140)               LF           60.0000    892,200.00                                16,526.000    991,560
    (ALTERNATIVE W)
153 DRIVE PILE (CLASS 140)                   EA        1,250.0000    363,750.00                                   386.000    482,500
    (ALTERNATIVE W)
154 MICROPILE (NPS 12 XX-STRONG)             EA       15,000.0000     90,000.00                                     6.000     90,000
155 PRESTRESSING CAST-IN-PLACE CONCRETE      LS       75,000.0000     75,000.00         0.850    63,750.00          1.000     75,000
156 STRUCTURAL CONCRETE, BRIDGE FOOTING      CY          260.0000    324,220.00                                 1,247.000    324,220
(F)
PROGRAM CAS145                                                                                                               PAGE  7
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
157 STRUCTURAL CONCRETE, BRIDGE              CY          750.0000  4,407,750.00       219.000   164,250.00      5,154.000  3,865,500
(F)
158 STRUCTURAL CONCRETE, RETAINING WALL      CY          330.0000  1,642,080.00       235.000    77,550.00      4,584.000  1,512,720
(F)
159 STRUCTURAL CONCRETE, APPROACH SLAB       CY          685.0000    274,000.00                                    33.100     22,673
(F) (TYPE N)
160 STRUCTURAL CONCRETE, APPROACH SLAB       CY        1,200.0000    415,200.00                                     0.000          0
    (TYPE R)
161 STRUCTURAL CONCRETE CHANNEL INVERT SLAB  CY          125.0000     37,500.00                                   300.000     37,500
(F)
162 MINOR CONCRETE (MINOR STRUCTURE)         CY        1,000.0000    428,000.00                                   148.370    148,370
(F)
163 MINOR CONCRETE (MINOR STRUCTURE) ANCHOR  CY          432.0000      5,400.00                                     0.000          0
(F) BLOCK
164 MINOR CONCRETE (SOUND WALL)              CY          650.0000      4,550.00                                     7.000      4,550
(F)
165 MINOR CONCRETE (BACKFILL)                CY          100.0000      2,300.00                                     7.280        728
(F)
166 PAVING NOTCH EXTENSION                   CF          200.0000     49,000.00                                     0.000          0
167 FRACTURED RIB TEXTURE                    SQFT         12.0000     42,660.00                                 3,555.000     42,660
(F)
168 RIB TEXTURE (VERTICLE AND DIAGONAL)      SQFT         60.0000     50,400.00                                   840.000     50,400
(F)
169 DRILL AND BOND DOWEL                     LF           16.0000     42,256.00                                 1,242.000     19,872
170 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA           20.0000      3,120.00                                     0.000          0
171 RAPID SETTING CONCRETE PATCH             CF          100.0000     39,000.00                                     0.000          0
172 CLOSE ACCESS, DECK                       EA          250.0000      3,250.00        13.000     3,250.00         13.000      3,250
173 FURNISH PRECAST PRESTRESSED RECTANGULAR  EA       25,000.0000    150,000.00                                     6.000    150,000
    CONCRETE GIRDER (70'-80')
174 FURNISH PRECAST PRESTRESSED RECTANGULAR  EA       25,000.0000    175,000.00                                     7.000    175,000
    CONCRETE GIRDER (80'-90')
175 FURNISH PRECAST PRESTRESSED CONCRETE     EA       26,000.0000     26,000.00         2.000    52,000.00          2.000     52,000
    U-GIRDER (60'-70')
176 FURNISH PRECAST PRESTRESSED CONCRETE     EA       50,000.0000     50,000.00                                     1.000     50,000
    U-GIRDER (90'-100')
177 ERECT PRECAST PRESTRESSED RECTANGULAR    EA        5,000.0000     65,000.00                                    13.000     65,000
(F) CONCRETE GIRDER
178 ERECT PRECAST PRESTRESSED CONCRETE       EA       12,500.0000     25,000.00         1.000    12,500.00          2.000     25,000
(F) U-GIRDER
179 REFINISH BRIDGE DECK                     SQFT         34.0000     92,446.00                                     0.000          0
180 FURNISH POLYESTER CONCRETE OVERLAY       CF          105.0000     85,050.00                                     0.000          0
181 PLACE POLYESTER CONCRETE OVERLAY         SQFT          3.0000     23,070.00                                     0.000          0
(F)
182 CORE CONCRETE (2")                       LF           90.0000      5,850.00                                    65.000      5,850
183 CORE CONCRETE (13')                      LF        1,100.0000      9,900.00                                     9.000      9,900
PROGRAM CAS145                                                                                                               PAGE  8
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
184 CORE AND PRESSURE GROUT DOWEL            LF           50.0000     87,500.00                                 1,750.000     87,500
185 SOUND WALL (MASONRY BLOCK)               SQFT         20.4800     64,512.00                                     0.000          0
(F)
186 JOINT SEAL (MR 1/2")                     LF           25.0000     11,050.00                                     0.000          0
187 JOINT SEAL (MR 1")                       LF           35.0000      5,250.00                                     0.000          0
188 JOINT SEAL (MR 1 1/2")                   LF           80.0000      4,000.00                                     0.000          0
189 JOINT SEAL (MR 2")                       LF           90.0000     13,410.00                                     0.000          0
190 JOINT SEAL (TYPE AL)                     LF           25.0000     18,750.00                                   375.000      9,375
191 BONDED JOINT SEAL (MR 2 1/2")            LF          165.0000      2,310.00                                     0.000          0
192 BAR REINFORCING STEEL                    LB            0.9500     13,205.00                                     0.000          0
(F)
193 BAR REINFORCING STEEL (BRIDGE)           LB            0.8500  1,748,705.00    15,299.960    13,004.97  1,863,510.000  1,583,983
(F)
194 BAR REINFORCING STEEL (RETAINING WALL)   LB            0.4500    455,130.00    54,000.000    24,300.00    944,879.000    425,195
(F)
195 BAR REINFORCING STEEL (EPOXY COATED)     LB            1.5000      1,290.00                                   860.000      1,290
(F) (BRIDGE)
196 HEADED BAR REINFORCEMENT                 EA           25.0000      1,900.00        76.000     1,900.00         76.000      1,900
(F)
197 TREAT BRIDGE DECK                        SQFT          0.2500     17,525.00                                     0.000          0
(F)
198 FURNISH BRIDGE DECK TREATMENT MATERIAL   GAL          80.0000     37,600.00                                     0.000          0
199 PUBLIC SAFETY PLAN                       LS        3,000.0000      3,000.00                                     0.000          0
200 FURNISH STRUCTURAL STEEL (BRIDGE)        LB            1.9500  1,950,000.00                                     0.000          0
(F)
201 ERECT STRUCTURAL STEEL (BRIDGE)          LB            0.5500    550,000.00                                     0.000          0
(F)
202 FURNISH SIGN STRUCTURE (TRUSS)           LB            3.8000  2,232,838.20                                99,401.000    377,723
(F)
203 INSTALL SIGN STRUCTURE (TRUSS)           LB            0.2700    158,649.03                                99,401.000     26,838
(F)
204 FURNISH FORMED PANEL SIGN (OVERHEAD)     SQFT         12.0000    105,480.00                                 1,405.000     16,860
205 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT         32.0000      6,720.00                                     0.000          0
206 FURNISH LAMINATED PANEL SIGN             SQFT         36.0000     17,280.00                                     0.000          0
    (2 1/2"-TYPE B)
207 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         16.0000      1,920.00                                     0.000          0
    (0.063"-UNFRAMED)
208 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         16.0000      8,640.00                                     0.000          0
    (0.080"-UNFRAMED)
209 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         20.0000        900.00                                     0.000          0
    (0.063"-FRAMED)
210 FURNISH SINGLE SHEET ALUMINUM SIGN       SQFT         22.0000      2,090.00                                     0.000          0
    (0.080"-FRAMED)
PROGRAM CAS145                                                                                                               PAGE  9
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
211 60" CAST-IN-DRILLED-HOLE CONCRETE PILE   LF          825.0000    660,000.00        22.000    18,150.00        218.750    180,468
    (SIGN FOUNDATION)
212 METAL (BARRIER MOUNTED SIGN)             LB           22.0000     18,260.00                                     0.000          0
213 ROADSIDE SIGN - ONE POST                 EA          350.0000     12,600.00                                     0.000          0
214 ROADSIDE SIGN - TWO POST                 EA        3,500.0000     31,500.00                                     0.000          0
215 INSTALL SIGN (STRAP AND SADDLE BRACKET   EA          150.0000      1,650.00                                     0.000          0
    METHOD)
216 INSTALL SIGN PANEL ON EXISTING FRAME     SQFT         12.0000     19,200.00                                     0.000          0
217 INSTALL SIGN PANEL ON BARRIER/SOUNDWALL  EA          150.0000        150.00                                     0.000          0
218 ABUTMENT LUMBER BLOCKING                 MFBM      6,000.0000     36,600.00                                     4.800     28,800
(F)
219 TIMBER LAGGING                           MFBM      3,000.0000     72,000.00                                    24.000     72,000
(F)
220 CLEAN AND PAINT STRUCTURAL STEEL         LS      260,000.0000    260,000.00                                     0.000          0
221 SPOT BLAST CLEAN AND PAINT UNDERCOAT     SQFT        150.0000     39,000.00                                     0.000          0
222 12" ALTERNATIVE PIPE CULVERT             LF           70.0000     11,900.00                                   234.000     16,380
223 18" ALTERNATIVE PIPE CULVERT             LF           75.0000    183,750.00                                 1,425.180    106,888
224 24" ALTERNATIVE PIPE CULVERT             LF           65.0000    108,550.00                                 1,072.420     69,707
225 3" PLASTIC PIPE (SCHEDULE 40 PVC)        LF            4.0000      2,240.00                                     0.000          0
226 18" BITUMINOUS COATED CORRUGATED STEEL   LF          150.0000     22,500.00                                     0.000          0
    PIPE (.079" THICK)
227 24" BITUMINOUS COATED CORRUGATED STEEL   LF           75.0000     24,000.00                                   245.600     18,420
    PIPE (.079" THICK)
228 12" BITUMINOUS COATED SLOTTED CORRUGATED LF          100.0000     64,000.00                                   640.000     64,000
    STEEL PIPE (.079" THICK)
229 18" BITUMINOUS COATED SLOTTED CORRUGATED LF          125.0000     56,250.00                                 1,302.200    162,775
    STEEL PIPE (.079" THICK)
230 8" PERFORATED PLASTIC PIPE UNDERDRAIN    LF           22.0000    120,780.00                                 2,812.000     61,864
231 GRATED LINE DRAIN                        LF           75.0000     46,500.00                                   150.000     11,250
232 12" BITUMINOUS COATED CORRUGATED STEEL   LF          425.0000      8,500.00                                     0.000          0
    PIPE RISER (.079" THICK)
233 36" BITUMINOUS COATED CORRUGATED STEEL   LF        1,500.0000      7,500.00                                     0.000          0
    PIPE RISER (.079" THICK)
234 WELDED STEEL PIPE CASING (BRIDGE)        LF          165.0000     12,705.00                                     0.000          0
235 18" ALTERNATIVE FLARED END SECTION       EA          500.0000      1,000.00                                     0.000          0
236 24" ALTERNATIVE FLARED END SECTION       EA          500.0000      1,500.00                                     0.000          0
237 ROCK SLOPE PROTECTION                    CY          120.0000     12,000.00                                     0.000          0
    (FACING, METHOD B)
PROGRAM CAS145                                                                                                               PAGE 10
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
238 CONCRETE (CHANNEL LINING)                CY          300.0000      3,600.00                                    12.000      3,600
(F)
239 ROCK SLOPE PROTECTION FABRIC             SQYD         10.0000      2,700.00                                     0.000          0
240 MINOR CONCRETE (CURB AND SIDEWALK AND    CY          375.0000     75,000.00                                     0.000          0
    DRIVEWAY)
241 MINOR CONCRETE (GUTTER)                  CY          400.0000     73,600.00                                    73.000     29,200
(F)
242 MINOR CONCRETE (STAMPED CONCRETE)        SQFT          6.0000    186,060.00                                     0.000          0
243 MISCELLANEOUS IRON AND STEEL             LB            1.2500    110,410.00                                25,755.000     32,193
(F)
244 ISOLATION CASING                         LB            7.0000     42,700.00                                 6,100.000     42,700
(F)
245 MISCELLANEOUS METAL                      LB           10.0000    113,600.00     7,960.000    79,600.00     15,920.000    159,200
(F) (RESTRAINER - CABLE TYPE)
246 MISCELLANEOUS METAL (BRIDGE)             LB            8.0000    259,240.00                                     0.000          0
(F)
247 BRIDGE DECK DRAINAGE SYSTEM              LB            6.0000    110,400.00                                     0.000          0
(F)
248 CHAIN LINK FENCE (TYPE CL-6)             LF           18.0000     21,600.00                                   369.140      6,644
249 3" CHAIN LINK GATE (TYPE CL-5)           EA        1,000.0000      4,000.00                                     0.000          0
250 3' CHAIN LINK GATE (TYPE CL-6)           EA        1,500.0000      1,500.00                                     0.000          0
251 8' CHAIN LINK GATE (TYPE CL-6)           EA        1,500.0000      3,000.00                                     0.000          0
252 OBJECT MARKER (TYPE PB)                  LF          125.0000        125.00                                     0.000          0
253 INSTALL MEDIAN MILEAGE PANEL             EA           75.0000      2,550.00                                     0.000          0
254 METAL BEAM GUARD RAILING (WOOD POST)     LF           24.0000    309,600.00                                   677.000     16,248
255 BURIED POST AND ANCHOR                   EA          500.0000      1,000.00                                     0.000          0
256 CHAIN LINK RAILING                       LF          135.0000      4,590.00                                     0.000          0
(F)
257 CHAIN LINK RAILING (TYPE 7)              LF          125.0000     15,500.00                                     0.000          0
(F)
258 SINGLE THRIE BEAM BARRIER (WOOD POST)    LF           30.0000      4,800.00                                     0.000          0
259 SINGLE THRIE BEAM BARRIER (BRIDGE)       LF           45.0000      3,150.00                                     0.000          0
260 CABLE RAILING                            LF           25.0000    112,900.00                                 1,243.000     31,075
(F)
261 TRANSITION RAILING (TYPE WB)             EA        2,500.0000     80,000.00                                     0.000          0
262 END ANCHOR ASSEMBLY (TYPE SFT)           EA          500.0000      9,500.00                                     0.000          0
263 ALTERNATIVE IN-LINE TERMINAL SYSTEM      EA        3,000.0000     24,000.00                                     0.000          0
264 ALTERNATIVE FLARED TERMINAL SYSTEM       EA        2,000.0000     42,000.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE 11
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
265 CRASH CUSHION, SAND FILLED               EA          425.0000     17,850.00                                     0.000          0
266 CRASH CUSHION (REACT 9CBB)               EA       50,000.0000     50,000.00                                     0.000          0
267 CONCRETE BARRIER (TYPE 60)               LF           60.0000     67,800.00                                   213.240     12,794
268 CONCRETE BARRIER (TYPE 60D)              LF           35.0000    176,050.00                                   757.000     26,495
269 CONCRETE BARRIER (TYPE 60E MODIFIED)     LF          155.0000     21,700.00                                     0.000          0
270 CONCRETE BARRIER (TYPE 60G)              LF           60.0000    102,000.00                                   415.000     24,900
271 CONCRETE BARRIER (TYPE 60GC)             LF           65.0000    101,400.00                                 1,963.770    127,645
272 CONCRETE BARRIER (TYPE 60GE MODIFIED)    LF          250.0000    175,000.00                                   328.820     82,205
273 CONCRETE BARRIER (TYPE 60S)              LF           45.0000     62,550.00                                   170.640      7,678
274 CONCRETE BARRIER (TYPE 60SC)             LF           65.0000     11,700.00                                   126.000      8,190
275 CONCRETE BARRIER (TYPE 60SE)             LF          180.0000     16,380.00                                   120.920     21,765
276 CONCRETE BARRIER (TYPE 60W MODIFIED)     LF          185.0000  1,069,300.00                                 1,394.060    257,901
277 CONCRETE BARRIER (TYPE 732 MODIFIED)     LF           57.0000     88,464.00                                     0.000          0
(F)
278 CONCRETE BARRIER (TYPE 60R)              LF          400.0000     64,000.00                                    90.000     36,000
279 CONCRETE BARRIER (TYPE 732)              LF           65.0000     53,300.00                                     0.000          0
(F)
280 CONCRETE BARRIER (TYPE 732A)             LF           55.0000     17,270.00                                     0.000          0
(F)
281 CONCRETE BARRIER (TYPE 60GCR)            LF          350.0000    318,500.00                                   707.550    247,642
282 CONCRETE BARRIER (TYPE 732B)             LF          100.0000     14,000.00                                     0.000          0
283 CONCRETE BARRIER (TYPE 60SW MODIFIED)    LF          170.0000    700,400.00                                 1,780.690    302,717
284 CONCRETE BARRIER (TYPE 736)              LF           55.0000     51,205.00                                     0.000          0
(F)
285 CONCRETE BARRIER (TYPE 736A)             LF           52.0000     60,112.00                                     0.000          0
(F)
286 CONCRETE BARRIER (TYPE 736 MODIFIED)     LF           80.0000    140,800.00                                     0.000          0
(F)
287 CONCRETE BARRIER (TYPE 736R)             LF           60.0000     11,640.00                                     0.000          0
(F)
288 CONCRETE BARRIER (TYPE 736 MODIFIED 1)   LF           10.0000      6,190.00                                     0.000          0
(F)
289 CONCRETE BARRIER (TYPE 736B)             LF           70.0000     12,600.00                                     0.000          0
290 CONCRETE BARRIER (TYPE 736B MODIFIED 1)  LF           70.0000     12,600.00                                     0.000          0
291 CONCRETE BARRIER (TYPE 732SV)            LF          100.0000     12,000.00                                   150.000     15,000
PROGRAM CAS145                                                                                                               PAGE 12
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
292 CONCRETE BARRIER (TYPE 60SA MOD)         LF           75.0000     37,725.00                                   118.000      8,850
(F)
293 CONCRETE BARRIER (TYPE 732B MOD)         LF           60.0000      7,920.00                                     0.000          0
(F)
294 CONCRETE BARRIER (TYPE 736A MOD)         LF           50.0000      2,800.00                                     0.000          0
(F)
295 CONCRETE BARRIER (TYPE 732 MOD 1)        LF           40.0000     31,760.00                                     0.000          0
(F)
296 4" THERMOPLASTIC TRAFFIC STRIPE          LF            1.1500    130,243.25                                     0.000          0
297 8" THERMOPLASTIC TRAFFIC STRIPE          LF            2.2500     34,807.50                                     0.000          0
298 8" THERMOPLASTIC TRAFFIC STRIPE          LF            1.7000     18,020.00                                     0.000          0
    (BROKEN 12-3)
299 THERMOPLASTIC PAVEMENT MARKING           SQFT          5.5000     10,450.00                                     0.000          0
300 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.4600     60,260.00                                     0.000          0
    (BROKEN 36-12)
301 4" THERMOPLASTIC TRAFFIC STRIPE          LF            0.4600      3,312.00                                     0.000          0
    (BROKEN 17-7)
302 PAINT TRAFFIC STRIPE (2-COAT)            LF            0.6000     45,180.00                                57,392.000     34,435
303 PAINT PAVEMENT MARKING                   SQFT          6.0000      4,020.00                                   256.000      1,536
304 PAVEMENT MARKER (NON-REFLECTIVE)         EA            2.5000     27,250.00                                     0.000          0
305 PAVEMENT MARKER (RETROREFLECTIVE)        EA            5.0000     54,500.00                                   897.000      4,485
306 MAINTAINING EXISTING TRAFFIC MANAGEMENT  LS       25,000.0000     25,000.00                                     0.600     15,000
    SYSTEM ELEMENTS DURING CONSTRUCTION
307 LIGHTING (TEMPORARY)                     LS      250,000.0000    250,000.00                                     0.680    170,000
308 LIGHTING (BIKEWAY)                       LS       50,000.0000     50,000.00                                     0.000          0
309 MODIFY TRAFFIC MONITORING STATION        LS       35,000.0000     35,000.00                                     0.000          0
310 MODIFY AUTOMATIC VEHICLE CLASSIFICATION  LS       65,000.0000     65,000.00                                     0.240     15,600
    STATION
311 MODIFY RAMP METERING SYSTEM              LS      275,000.0000    275,000.00         0.110    30,250.00          0.340     93,500
312 MODIFY LIGHTING AND SIGN ILLUMINATION    LS    1,500,000.0000  1,500,000.00                                     0.380    570,000
313 COMMUNICATION SYSTEM                     LS    1,400,000.0000  1,400,000.00                                     0.140    196,000
314 CHANGEABLE MESSAGE SIGN SYSTEM           LS       60,000.0000     60,000.00                                     0.240     14,400
    (LOCATION 255)
315 CHANGEABLE MESSAGE SIGN SYSTEM           LS       20,000.0000     20,000.00                                     0.130      2,600
    (LOCATION LB257)
316 CLOSED CIRCUIT TELEVISION CAMERA         LS       50,000.0000     50,000.00                                     0.000          0
    (LOCATION LB210)
317 CLOSED CIRCUIT TELEVISION CAMERA         LS       40,000.0000     40,000.00                                     0.000          0
    (LOCATION LB219)
318 CLOSED CIRCUIT TELEVISION CAMERA         LS       40,000.0000     40,000.00                                     0.000          0
    (LOCATION LB231)
PROGRAM CAS145                                                                                                               PAGE 13
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
------------------------------------------------------------------------------------------------------------------------------------
ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
319 CLOSED CIRCUIT TELEVISION CAMERA         LS       45,000.0000     45,000.00                                     0.000          0
    (LOCATION LB237)
320 CLOSED CIRCUIT TELEVISION CAMERA         LS       45,000.0000     45,000.00                                     0.170      7,650
    (LOCATION LB245)
321 CLOSED CIRCUIT TELEVISION CAMERA         LS       40,000.0000     40,000.00                                     0.000          0
    (LOCATION LB257)
322 VIDEO NODE (LOCATION LB237)              LS       80,000.0000     80,000.00                                     0.000          0
323 DATA NODE (LOCATION LB237)               LS       40,000.0000     40,000.00                                     0.000          0
324 TRAFFIC MONITORING STATION               LS       50,000.0000     50,000.00                                     0.000          0
    (LOCATION 2705)
325 TRAFFIC MONITORING STATION               LS       40,000.0000     40,000.00                                     0.000          0
    (LOCATION 2706)
326 TRAFFIC MONITORING STATION               LS       40,000.0000     40,000.00                                     0.020        800
    (LOCATION 2305)
327 SYSTEM TESTING AND DOCUMENTATION         LS       50,000.0000     50,000.00                                     0.000          0
PROGRAM CAS145                                                                                                               PAGE 14
DATE 06/19/14                           STATE OF CALIFORNIA  -  DEPARTMENT OF TRANSPORTATION                               07-202114
TIME 08:12 AM                                                                                                        ESTIMATE NO. 26
BID OPENING 02/09/12                      P R O J E C T   R E C O R D  -  E S T I M A T E            WORK PERFORMED THROUGH 06/20/14
R.E. NAME:  JAHROMI, REZA                                                                            DATE OF THIS ESTIMATE  06/19/14
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ITEM                                                   CONTRACT       ORIGINAL           THIS ESTIMATE               TOTAL ESTIMATE
NO.             ITEM DESCRIPTION             UNIT       PRICES       AUTH. AMT       QUANTITY     $ AMOUNT       QUANTITY     $ AMOU
------------------------------------------------------------------------------------------------------------------------------------
    SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION                                            1,433,010.52               35,523,561.03
         ADJUSTMENT OF COMPENSATION                                                                 0.00                  150,710.98
         EXTRA WORK                                                                            67,849.19                2,166,135.45
    SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION                                             1,500,859.71               37,840,407.46
328 MOBILIZATION                             LS    6,000,000.0000  6,000,000.00                                     0.950  5,700,000
         ORIGINAL CONTRACT AMOUNT                             102,593,895.48
    TOTAL WORK COMPLETED                                                                    1,500,859.71               43,540,407.46
         MATERIALS ON HAND ON SITE                                                                                      1,169,921.29
         MATERIALS ON HAND ELSEWHERE                                                                                            0.00
         DEDUCTIONS                                                                                 0.00                  -53,000.00
    TOTAL                                                                                   1,500,859.71               44,657,328.75
             ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE
                              N O N E
DATE CONTR CONTRACT DATE WORK   BEGIN   EST.  DATE   WORKING   WEATHER NON-   C.C.O.       OTHER        PERCENT     PERCENT TIME
 APPROVED    DAYS    STARTED   CONSTR   COMPLETION    DAYS     WORKING DAYS    DAYS        DAYS        COMPLETED       ELAPSED
  04/30/12     900   06/25/12  00/00/00  07/18/16       404        109            0           0             40%            45%
                                                                                                         PROGRESS IS SATISFACTORY
                                                                                  JAHROMI, REZA
                                                                                  RESIDENT ENGINEER
     PROGRAM CAS145                                                             
     DATE 06/19/14